A simplified damage-following model for reinforced concrete columns
Nonlinear models are becoming a widely solution for seismic evaluation and design of new structures. The implementation of those models in engineering practice requires robust methodologies and guidelines about the consistent use of nonlinear analysis. Objective numerical models must be developed or...
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| Outros Autores: | , |
| Formato: | book |
| Idioma: | eng |
| Publicado em: |
2014
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| Assuntos: | |
| Texto completo: | https://hdl.handle.net/10216/84543 |
| País: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/84543 |